In situ measurements of secondary road flexible pavement response to vehicular loading

Transportation Research Record

Volumn 2, Issue 1652, 1999, Pages 206-216

  Al Qadi, Imad L ^a   Bhutta, Salman A ^a  

^a VIRGINIA POLYTECHNIC INSTITUTE AND STATE UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DYNAMIC RESPONSE; FLEXIBLE STRUCTURES; MOTOR TRANSPORTATION; ROADS AND STREETS; SENSORS; STRAIN GAGES; STRUCTURAL ANALYSIS;

SECONDARY ROAD PAVEMENTS; VEHICULAR LOADING;

PAVEMENTS;

EID: 0032659805     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1652-60     Document Type: Article

References (13)

1. Barksdale, R. D., S. F. Brown, and C. Francis. NCHRP Report 315: Potential Benefits of Geosynthetics in Flexible Pavement Systems. TRB, National Research Council, Washington, D.C., 1989.
2. Dass, W. C. Geosynthetics and Fiber-Reinforced Materials for Airfield Pavements: A Literature Review. Air Force Engineering and Services Center, 1991.
3. Austin, D. N., and D. M. Coleman. A Field Evaluation of Geosynthetic-Reinforced Haul Roads over Soft Foundation Soils. Proc., Geosynthetic Conference, Vancouver, British Columbia, Canada, 1993, pp. 65-80.
4. Koerner, M., and G. R. Koerner. Separation: Perhaps the Most Under-estimated Geotextile Function. Geotechnical Fabrics Report, Industrial Fabrics Association International, St. Paul, Minn., 1994, pp. 4-10.
5. Al-Qadi, I. L., T. L. Brandon, T. Smith, and B. A. Lacina. How Do Geosynthetics Improve Pavement's Performance? Proc., Material Engineering Conference, San Diego, Calif., ASCE, 1996, pp. 606-616.
6. Li, N., R. Haas, and G. Kennepohl. Geosynthetics In Asphalt Pavements: Structural, Materials, Design and Performance Considerations. Proc., 37th Annual Conference of the Canadian Technical Asphalt Association, Victoria, British Columbia, Canada, 1992, pp. 224-242.
7. Koerner, R. M. Designing with Geosynthetics, 3rd ed. Prentice-Hall, Inc., Englewood, N.J., 1990.
8. Hass, R. Granular Base Reinforcement of Flexible Pavements Using Tensar Geogrids, Test Program Results and Development of Design Guidelines. Tensar Technical Notes, March, 1986.
9. Smith, T. E., T. L. Brandon, I. L. Al-Qadi, B. A. Lacina, S. A. Bhutta, and S. Hoffman. Laboratory Behavior of Geogrid and Geotextile Reinforced Flexible Pavements. The Charles E. Via, Jr., Department of Civil Engineering, Virginia Polytechnic Institute and State University, Blacksburg, Va., 1995.
10. Yoder, E. J., and M. W. Witczak. Principles of Pavement Design, 2nd ed. John Wiley and Sons, Inc., New York, 1975.
11. Brandon, T. L., I. L. Al-Qadi, B. A. Lacina, and S. A. Bhutta. Construction and Instrumentation of Geosynthetically Stabilized Secondary Road Test Sections. In Transportation Research Record 1534, TRB, National Research Council, Washington, D.C., 1996, pp. 50-57.
12. ABAQUS, Finite Element Computer Program, Theory Manual, Version 5.3. Hibbit, Karlsson and Sorensen, Inc, Pawtucket, 1993.
13. Appea, A. K. In Situ Behavior of Geosynthetically Stabilized Flexible Pavements. M.S. thesis. Virginia Polytechnic Institute and State University, Blacksburg, Va., 1997.